Fifty-four European IPE, HEA and HEB sections with their dimensions and mass per metre, in metric and inch units.
Data verified 2026-09-29 · based on EN 10365:2017
| Section[3] | Series[3] | Height mm[3] | Width mm[3] | Web thickness mm[3] | Flange thickness mm[3] | Mass kg/m[3] | Mass lb/ft[1] | Height in[1] | Width in[1] |
|---|---|---|---|---|---|---|---|---|---|
| IPE 80 # | IPE | 80 | 46 | 3.8 | 5.2 | 6 | 4.0 | 3.1 | 1.8 |
| IPE 100 # | IPE | 100 | 55 | 4.1 | 5.7 | 8.1 | 5.4 | 3.9 | 2.2 |
| IPE 120 # | IPE | 120 | 64 | 4.4 | 6.3 | 10.4 | 7.0 | 4.7 | 2.5 |
| IPE 140 # | IPE | 140 | 73 | 4.7 | 6.9 | 12.9 | 8.7 | 5.5 | 2.9 |
| IPE 160 # | IPE | 160 | 82 | 5.0 | 7.4 | 15.8 | 10.6 | 6.3 | 3.2 |
| IPE 180 # | IPE | 180 | 91 | 5.3 | 8.0 | 18.8 | 12.6 | 7.1 | 3.6 |
| IPE 200 # | IPE | 200 | 100 | 5.6 | 8.5 | 22.4 | 15.1 | 7.9 | 3.9 |
| IPE 220 # | IPE | 220 | 110 | 5.9 | 9.2 | 26.2 | 17.6 | 8.7 | 4.3 |
| IPE 240 # | IPE | 240 | 120 | 6.2 | 9.8 | 30.7 | 20.6 | 9.4 | 4.7 |
| IPE 270 # | IPE | 270 | 135 | 6.6 | 10.2 | 36.1 | 24.3 | 10.6 | 5.3 |
| IPE 300 # | IPE | 300 | 150 | 7.1 | 10.7 | 42.2 | 28.4 | 11.8 | 5.9 |
| IPE 330 # | IPE | 330 | 160 | 7.5 | 11.5 | 49.1 | 33.0 | 13.0 | 6.3 |
| IPE 360 # | IPE | 360 | 170 | 8.0 | 12.7 | 57.1 | 38.4 | 14.2 | 6.7 |
| IPE 400 # | IPE | 400 | 180 | 8.6 | 13.5 | 66.3 | 44.6 | 15.7 | 7.1 |
| IPE 450 # | IPE | 450 | 190 | 9.4 | 14.6 | 77.6 | 52.1 | 17.7 | 7.5 |
| IPE 500 # | IPE | 500 | 200 | 10.2 | 16.0 | 90.7 | 60.9 | 19.7 | 7.9 |
| IPE 550 # | IPE | 550 | 210 | 11.1 | 17.2 | 106 | 71.2 | 21.7 | 8.3 |
| IPE 600 # | IPE | 600 | 220 | 12.0 | 19.0 | 122 | 82.0 | 23.6 | 8.7 |
| HEA 100 # | HEA | 96 | 100 | 5.0 | 8.0 | 16.7 | 11.2 | 3.8 | 3.9 |
| HEA 120 # | HEA | 114 | 120 | 5.0 | 8.0 | 19.9 | 13.4 | 4.5 | 4.7 |
| HEA 140 # | HEA | 133 | 140 | 5.5 | 8.5 | 24.7 | 16.6 | 5.2 | 5.5 |
| HEA 160 # | HEA | 152 | 160 | 6.0 | 9.0 | 30.4 | 20.4 | 6.0 | 6.3 |
| HEA 180 # | HEA | 171 | 180 | 6.0 | 9.5 | 35.5 | 23.9 | 6.7 | 7.1 |
| HEA 200 # | HEA | 190 | 200 | 6.5 | 10.0 | 42.3 | 28.4 | 7.5 | 7.9 |
| HEA 220 # | HEA | 210 | 220 | 7.0 | 11.0 | 50.5 | 33.9 | 8.3 | 8.7 |
| HEA 240 # | HEA | 230 | 240 | 7.5 | 12.0 | 60.3 | 40.5 | 9.1 | 9.4 |
| HEA 260 # | HEA | 250 | 260 | 7.5 | 12.5 | 68.2 | 45.8 | 9.8 | 10.2 |
| HEA 280 # | HEA | 270 | 280 | 8.0 | 13.0 | 76.4 | 51.3 | 10.6 | 11.0 |
| HEA 300 # | HEA | 290 | 300 | 8.5 | 14.0 | 88.3 | 59.3 | 11.4 | 11.8 |
| HEA 320 # | HEA | 310 | 300 | 9.0 | 15.5 | 97.6 | 65.6 | 12.2 | 11.8 |
| HEA 340 # | HEA | 330 | 300 | 9.5 | 16.5 | 105 | 70.6 | 13.0 | 11.8 |
| HEA 360 # | HEA | 350 | 300 | 10.0 | 17.5 | 112 | 75.3 | 13.8 | 11.8 |
| HEA 400 # | HEA | 390 | 300 | 11.0 | 19.0 | 125 | 84.0 | 15.4 | 11.8 |
| HEA 450 # | HEA | 440 | 300 | 11.5 | 21.0 | 140 | 94.1 | 17.3 | 11.8 |
| HEA 500 # | HEA | 490 | 300 | 12.0 | 23.0 | 155 | 104.2 | 19.3 | 11.8 |
| HEA 550 # | HEA | 540 | 300 | 12.5 | 24.0 | 166 | 111.5 | 21.3 | 11.8 |
| HEA 600 # | HEA | 590 | 300 | 13.0 | 25.0 | 178 | 119.6 | 23.2 | 11.8 |
| HEB 100 # | HEB | 100 | 100 | 6.0 | 10.0 | 20.4 | 13.7 | 3.9 | 3.9 |
| HEB 120 # | HEB | 120 | 120 | 6.5 | 11.0 | 26.7 | 17.9 | 4.7 | 4.7 |
| HEB 140 # | HEB | 140 | 140 | 7.0 | 12.0 | 33.7 | 22.6 | 5.5 | 5.5 |
| HEB 160 # | HEB | 160 | 160 | 8.0 | 13.0 | 42.6 | 28.6 | 6.3 | 6.3 |
| HEB 180 # | HEB | 180 | 180 | 8.5 | 14.0 | 51.2 | 34.4 | 7.1 | 7.1 |
| HEB 200 # | HEB | 200 | 200 | 9.0 | 15.0 | 61.3 | 41.2 | 7.9 | 7.9 |
| HEB 220 # | HEB | 220 | 220 | 9.5 | 16.0 | 71.5 | 48.0 | 8.7 | 8.7 |
| HEB 240 # | HEB | 240 | 240 | 10.0 | 17.0 | 83.2 | 55.9 | 9.4 | 9.4 |
| HEB 260 # | HEB | 260 | 260 | 10.0 | 17.5 | 93 | 62.5 | 10.2 | 10.2 |
| HEB 280 # | HEB | 280 | 280 | 10.5 | 18.0 | 103 | 69.2 | 11.0 | 11.0 |
| HEB 300 # | HEB | 300 | 300 | 11.0 | 19.0 | 117 | 78.6 | 11.8 | 11.8 |
| HEB 320 # | HEB | 320 | 300 | 11.5 | 20.5 | 127 | 85.3 | 12.6 | 11.8 |
| HEB 340 # | HEB | 340 | 300 | 12.0 | 21.5 | 134 | 90.0 | 13.4 | 11.8 |
| HEB 360 # | HEB | 360 | 300 | 12.5 | 22.5 | 142 | 95.4 | 14.2 | 11.8 |
| HEB 400 # | HEB | 400 | 300 | 13.5 | 24.0 | 155 | 104.2 | 15.7 | 11.8 |
| HEB 450 # | HEB | 450 | 300 | 14.0 | 26.0 | 171 | 114.9 | 17.7 | 11.8 |
| HEB 500 # | HEB | 500 | 300 | 14.5 | 28.0 | 187 | 125.7 | 19.7 | 11.8 |
| HEB 550 # | HEB | 550 | 300 | 15.0 | 29.0 | 199 | 133.7 | 21.7 | 11.8 |
| HEB 600 # | HEB | 600 | 300 | 15.5 | 30.0 | 212 | 142.5 | 23.6 | 11.8 |
The three series put very different amounts of steel into the same height. At a nominal 200 mm: IPE is 22.4 kg/m with narrow flanges, HEA is 42.3 with wide flanges and a thin web, HEB is 61.3 with wide flanges and a thicker web. All three are 200 mm class sections, and choosing between them is a strength-versus-weight decision rather than a size decision.
IPE is a pure beam profile — narrow flanges, optimised for bending about the strong axis, and weak about the minor axis. It is the lightest way to span a given distance and the hardest to connect to or to use as a column. HEA and HEB are wide-flange profiles: heavier for the same depth, much stronger about the minor axis, and far easier to bolt to. HEB is essentially HEA with a thicker web and flange.
Note that HEA and HEB sections are not their nominal height. HEA 200 is 190 mm deep and HEB 200 is exactly 200 mm. The European convention keys the name to a size class rather than to an exact dimension, which is the opposite of the American S-shape convention. IPE sections, by contrast, are their nominal depth.
A European HEB and an American W-shape of similar depth are different products, and substituting one for the other changes the capacity of the member.
The flange widths differ, which changes the minor-axis stiffness and the ability of the section to resist lateral-torsional buckling. The fillets differ, so the section properties are not comparable even at equal dimensions. And the tolerance regimes differ — EN 10034 and ASTM A6 specify different permitted variations in depth, flange width and squareness.
Where a metric section must be substituted for an American one, the correct approach is to match on the section properties rather than on the depth: find the W-shape with equivalent Ix, Sx and ry, then check that the connection geometry still works. That usually means moving to a heavier or lighter depth than the original.
The same is true in reverse. A project designed in IPE and built in W-shapes will not match on depth, and the difference in flange width will change both the connection detailing and the lateral stability.
Each data column on this page is tied to the source it came from. The numbers in square brackets correspond to the table headers above.
| # | Source | Type | Revision / method |
|---|---|---|---|
| [1] | Value computed from the standard's defining relationship | derived | Computed at build time from the defining formula and verified against every row. |
| [2] | EN 10034 — Structural steel I and H sections, tolerances on shape and dimensions | standard | EN 10034:1993 |
| [3] | EN 10365 — Hot rolled steel channels, I and H sections, dimensions and masses | standard | EN 10365:2017 |
| Standard | Revision | What it covers on this page |
|---|---|---|
| EN 10365 — Hot rolled steel channels, I and H sections, dimensions and masses | EN 10365:2017 | every dimension and mass in the table |
| EN 10034 — Structural steel I and H sections, tolerances on shape and dimensions | EN 10034:1993 | the permitted dimensional variation |
| EN 10025-2 — Hot rolled products of structural steels | EN 10025-2:2019 | the material specifications for these sections |
Cross-checked against:
Derived values — the following values on this page are calculated, not taken directly from the standard:
| Value | How it is derived |
|---|---|
| Mass in lb/ft and dimensions in inches | kg/m × 0.671969 and millimetres × 0.0393701, both exact, recomputed at build time. |
Dimensions and masses are as published in EN 10365 for the standard sections. Section properties are not given — take them from a European section table. Metric and American sections are not interchangeable at equal depth, because flange widths, fillets and tolerance regimes all differ.
Every value on this page is traceable to the sources listed above. If you use the data in a document, paper or report, cite it as:
Each row in the tables above also has a permanent link — hover a row and use the # link to cite a single value rather than the whole page.
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